HomeMy WebLinkAboutCONCRETE PAVING - F241078-1440843,1440843,1440843,1440843,1440843 - 9-10-2024Concrete Compression Test
Report
5058 Brush Creek Rd
Fort Worth, TX 76119
817-496-5600
UES Professional Solutions 44, LLC
TBPELS #813 / TBPG #50341
FIELD DATA
Placement Location:PAVING: NORTH AND EAST OF BUILDING 1
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1440843-S1
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:8/13/2024
Time Placed:5:10 AM
4
5
90
90
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:Mendoza, Andrew
Plant Number:952
Delivery Ticket No.:91650646
143.2
Batch Time:4:24:00 AM
Tested For:
Lab
No.:
Cure
Type:
Date
Tested:
Age
(Days):
Max
Load:
Area:
Sq. In.PSI:
Cap
Spec:
CYLINDER COMPRESSION TEST RESULTS
(ASTM C-231)
Avg.
Length
Avg.
Width
Avg Depth/
Diameter
Cast By:UES
Cured Specification:ASTM C-31
Mix ID:5409
Break
Type:
Sample Location:40' N AND 120' W OF THE NE BUILDING CORNER
PM:RONNIE YEOMAN
Date Issued:09/10/2024
Specified Strength:4000
Results Specification
3-5
2-6
N/A
N/A
N/A
Air Content:
Ambient Temp (F):
Concrete Temp (F):
Unit Weight:
Slump (ASTM C-143):
Weather:
Wind:
Clear
Initial Curing Method:Protected Area, Covered with Lid
Final Curing Method:Moist Room
Truck Number:N/A
415 8/20/2024 7 5408012.56 4310LABC-1231 8.00 N/A 4.002
416 9/10/2024 28 6696012.56 5330LABC-1231 8.00 N/A 4.002
417 9/10/2024 28 6838012.56 5440LABC-1231 8.00 N/A 4.002
418 9/10/2024 28 6949012.56 5530LABC-1231 8.00 N/A 4.002
419 HOLD HOLD 012.56 0LABC-1231 8.00 N/A 4.00
Average 28-day Compressive Strength is compliant with project specifications
CC:
5430
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589088
Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39.
Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens.
This report shall not be reproduced except in full, without the prior written approval of UES.
Page 1 of 5
Concrete Compression Test
Report
5058 Brush Creek Rd
Fort Worth, TX 76119
817-496-5600
UES Professional Solutions 44, LLC
TBPELS #813 / TBPG #50341
FIELD DATA
Placement Location:PAVING: NORTH AND EAST OF BUILDING 1
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1440843-S2
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:8/13/2024
Time Placed:6:30 AM
4
4.5
80
88
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:Mendoza, Andrew
Plant Number:952
Delivery Ticket No.:91650660
145
Batch Time:5:57:00 AM
Tested For:
Lab
No.:
Cure
Type:
Date
Tested:
Age
(Days):
Max
Load:
Area:
Sq. In.PSI:
Cap
Spec:
CYLINDER COMPRESSION TEST RESULTS
(ASTM C-231)
Avg.
Length
Avg.
Width
Avg Depth/
Diameter
Cast By:UES
Cured Specification:ASTM C-31
Mix ID:5409
Break
Type:
Sample Location:45' N AND 30' E FROM THE NE BUILDING CORNER
PM:RONNIE YEOMAN
Date Issued:09/10/2024
Specified Strength:4000
Results Specification
3-5
2-6
N/A
N/A
N/A
Air Content:
Ambient Temp (F):
Concrete Temp (F):
Unit Weight:
Slump (ASTM C-143):
Weather:
Wind:
Clear
Initial Curing Method:Protected Area, Covered with Lid
Final Curing Method:Moist Room
Truck Number:N/A
420 8/20/2024 7 4455012.56 3550LABC-1231 8.00 N/A 4.002
421 9/10/2024 28 5224012.56 4160LABC-1231 8.00 N/A 4.003
422 9/10/2024 28 5458012.56 4350LABC-1231 8.00 N/A 4.002
423 9/10/2024 28 5275012.56 4200LABC-1231 8.00 N/A 4.002
424 HOLD HOLD 012.56 0LABC-1231 8.00 N/A 4.00
Average 28-day Compressive Strength is compliant with project specifications
CC:
4240
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589089
Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39.
Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens.
This report shall not be reproduced except in full, without the prior written approval of UES.
Page 2 of 5
Concrete Compression Test
Report
5058 Brush Creek Rd
Fort Worth, TX 76119
817-496-5600
UES Professional Solutions 44, LLC
TBPELS #813 / TBPG #50341
FIELD DATA
Placement Location:PAVING: NORTH AND EAST OF BUILDING 1
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1440843-S3
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:8/13/2024
Time Placed:8:00 AM
5.5
4.5
82
88
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:Mendoza, Andrew
Plant Number:952
Delivery Ticket No.:76870687
146.5
Batch Time:7:18:00 AM
Tested For:
Lab
No.:
Cure
Type:
Date
Tested:
Age
(Days):
Max
Load:
Area:
Sq. In.PSI:
Cap
Spec:
CYLINDER COMPRESSION TEST RESULTS
(ASTM C-231)
Avg.
Length
Avg.
Width
Avg Depth/
Diameter
Cast By:UES
Cured Specification:ASTM C-31
Mix ID:5409
Break
Type:
Sample Location:90' S AND 120' E FROM THE NE BUILDING CORNER
PM:RONNIE YEOMAN
Date Issued:09/10/2024
Specified Strength:4000
Results Specification
3-5
2-6
N/A
N/A
N/A
Air Content:
Ambient Temp (F):
Concrete Temp (F):
Unit Weight:
Slump (ASTM C-143):
Weather:
Wind:
Clear
Initial Curing Method:Protected Area, Covered with Lid
Final Curing Method:Moist Room
Truck Number:N/A
425 8/20/2024 7 4331012.56 3450LABC-1231 8.00 N/A 4.001
426 9/10/2024 28 5471012.56 4360LABC-1231 8.00 N/A 4.002
427 9/10/2024 28 5081012.56 4050LABC-1231 8.00 N/A 4.002
428 9/10/2024 28 5164012.56 4110LABC-1231 8.00 N/A 4.002
429 HOLD HOLD 012.56 0LABC-1231 8.00 N/A 4.00
Average 28-day Compressive Strength is compliant with project specifications
CC:
4170
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589090
Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39.
Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens.
This report shall not be reproduced except in full, without the prior written approval of UES.
Page 3 of 5
Concrete Compression Test
Report
5058 Brush Creek Rd
Fort Worth, TX 76119
817-496-5600
UES Professional Solutions 44, LLC
TBPELS #813 / TBPG #50341
FIELD DATA
Placement Location:PAVING: NORTH AND EAST OF BUILDING 1
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1440843-S4
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:8/13/2024
Time Placed:N/A
5.5
2.5
84
90
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:Mendoza, Andrew
Plant Number:952
Delivery Ticket No.:76870703
147.5
Batch Time:8:17:00 AM
Tested For:
Lab
No.:
Cure
Type:
Date
Tested:
Age
(Days):
Max
Load:
Area:
Sq. In.PSI:
Cap
Spec:
CYLINDER COMPRESSION TEST RESULTS
(ASTM C-231)
Avg.
Length
Avg.
Width
Avg Depth/
Diameter
Cast By:UES
Cured Specification:ASTM C-31
Mix ID:5409
Break
Type:
Sample Location:390' S AND 120' E FROM THE NE BUILDING CORNER
PM:RONNIE YEOMAN
Date Issued:09/10/2024
Specified Strength:4000
Results Specification
3-5
2-6
N/A
N/A
N/A
Air Content:
Ambient Temp (F):
Concrete Temp (F):
Unit Weight:
Slump (ASTM C-143):
Weather:
Wind:
Clear
Initial Curing Method:Protected Area, Covered with Lid
Final Curing Method:Moist Room
Truck Number:N/A
430 8/20/2024 7 3103012.56 2470LABC-1231 8.00 N/A 4.003
431 9/10/2024 28 5227012.56 4160LABC-1231 8.00 N/A 4.002
432 9/10/2024 28 5145012.56 4100LABC-1231 8.00 N/A 4.003
433 9/10/2024 28 5038012.56 4010LABC-1231 8.00 N/A 4.002
434 10/8/2024 56 012.56 0LABC-1231 8.00 N/A 4.00
Average 28-day Compressive Strength is compliant with project specifications
CC:
4090
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589091
Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39.
Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens.
This report shall not be reproduced except in full, without the prior written approval of UES.
Page 4 of 5
Concrete Compression Test
Report
5058 Brush Creek Rd
Fort Worth, TX 76119
817-496-5600
UES Professional Solutions 44, LLC
TBPELS #813 / TBPG #50341
FIELD DATA
Placement Location:PAVING: NORTH AND EAST OF BUILDING 1
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1440843-S5
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:8/13/2024
Time Placed:10:30 AM
5.5
2.5
88
88
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:Mendoza, Andrew
Plant Number:952
Delivery Ticket No.:91650693
147
Batch Time:9:39:00 AM
Tested For:
Lab
No.:
Cure
Type:
Date
Tested:
Age
(Days):
Max
Load:
Area:
Sq. In.PSI:
Cap
Spec:
CYLINDER COMPRESSION TEST RESULTS
(ASTM C-231)
Avg.
Length
Avg.
Width
Avg Depth/
Diameter
Cast By:UES
Cured Specification:ASTM C-31
Mix ID:5409
Break
Type:
Sample Location:360' N AND 100' E FROM THE SE BUILDING CORNER
PM:RONNIE YEOMAN
Date Issued:09/10/2024
Specified Strength:4000
Results Specification
3-5
2-6
N/A
N/A
N/A
Air Content:
Ambient Temp (F):
Concrete Temp (F):
Unit Weight:
Slump (ASTM C-143):
Weather:
Wind:
Clear
Initial Curing Method:Protected Area, Covered with Lid
Final Curing Method:Moist Room
Truck Number:N/A
435 8/20/2024 7 4378012.56 3490LABC-1231 8.00 N/A 4.003
436 9/10/2024 28 5189012.56 4130LABC-1231 8.00 N/A 4.002
437 9/10/2024 28 5085012.56 4050LABC-1231 8.00 N/A 4.002
438 9/10/2024 28 5259012.56 4190LABC-1231 8.00 N/A 4.002
439 10/8/2024 56 012.56 0LABC-1231 8.00 N/A 4.00
Average 28-day Compressive Strength is compliant with project specifications
CC:
4120
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589092
Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39.
Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens.
This report shall not be reproduced except in full, without the prior written approval of UES.
Page 5 of 5